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contributor authorDal Hunter
date accessioned2017-05-08T20:34:55Z
date available2017-05-08T20:34:55Z
date copyrightFebruary 1988
date issued1988
identifier other%28asce%290733-9410%281988%29114%3A2%28150%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20237
description abstractExpansive reactions between lime and sulfate‐bearing clay soils have attracted little attention until relatively recently. Lime treatment of Stewart Avenue in Las Vegas, Nevada, has induced heave in excess of 12 in. Heaved areas are found to contain abundant thaumasite, a complex calcium‐silicate‐hydroxide‐sulfate‐carbonate‐hydrate mineral. Thaumasite forms a solid solution series with ettringite, a calciumaluminum‐hydroxide‐sulfate‐hydrate mineral. In the presence of aluminum, ettringite forms first and is replaced by thaumasite only at temperatures below 15 °C. The mechanism of heave is a complex function of available water, the percentage of soil clay, and ion mobility. Only the long‐term pozzolanic chemistry of normal lime‐soil reactions is disrupted. Cation exchange, agglomeration, and carbonation are unaffected. With the present state of knowledge, lime‐induced heave is difficult to predict for all but most obvious conditions.
publisherAmerican Society of Civil Engineers
titleLime‐Induced Heave in Sulfate‐Bearing Clay Soils
typeJournal Paper
journal volume114
journal issue2
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1988)114:2(150)
treeJournal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 002
contenttypeFulltext


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